Assessment of the Liquefaction Susceptibility of Fine-Grained Soils-Reference-Cited by-同舟云学术

Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

Published:2006-09 Issue:9 Volume:132 Page:1165-1177
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bray Jonathan D.¹²,Sancio Rodolfo B.¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

2. Senior Project Engineer, Golder Associates Inc., 500 Century Plaza Dr., Suite 190, Houston, TX 77073.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282006%29132%3A9%281165%29

Reference43 articles.

1. Andrews D. C. A. and Martin G. R. (2000). “Criteria for liquefaction of silty soils.” Proc. 12th World Conf. on Earthquake Engineering Upper Hutt New Zealand NZ Soc. for EQ Engrg. Paper No. 0312.

2. Work as a criterion for determining in situ and yield stresses in clays

3. Bennett M. J. Ponti D. J. Tinsley J. C. III. Holzer T. L. and Conaway C. H. (1998). “Subsurface geotechnical investigations near sites of ground deformation caused by the January 17 1994 Northridge California earthquake.” U.S.G.S. Open-File Rep. 98–373.

4. Boulanger R. W. (1990). “Liquefaction behavior of saturated cohesionless soils subjected to uni-directional and bi-directional static and cyclic simple shear stresses.” Ph.D. thesis Univ. of Calif. Berkeley Calif.

5. Boulanger R. W. and Idriss I. M. (2004). “Evaluating the potential for liquefaction or cyclic failure of silts and clays.” Rep. UCD/CGM-04/01 Univ. of Calif. Davis Calif.

Cited by 341 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Effect of Initial Static Shear Stress on Liquefaction Triggering of Coarse-Grained Materials;Journal of Geotechnical and Geoenvironmental Engineering;2024-10

2. Liquefaction-Induced Failure of Demirköprü Bridge Pile Foundation and Retaining System Following the February 6 Kahramanmaraş Earthquake Sequence;Journal of Earthquake Engineering;2024-08-27

3. Geomorphological mapping for liquefaction likelihood: the Piniada Valley case study (central Greece);Bulletin of Earthquake Engineering;2024-08-12

4. An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear;Bulletin of Earthquake Engineering;2024-07-23

5. Comparison of Fine-Grained Soil Liquefaction Using Numerical Modeling and Susceptibility Criteria: A Case Study;Geotechnical and Geological Engineering;2024-07-02